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. 2021 Nov 14;14(22):6860. doi: 10.3390/ma14226860

Table 1.

Main parameters of specimens.

Specimen
Designation
Steel
Grade
Steel Ratio to Concrete Steel Geometric Size
(h × bf × t1 × t2)/mm
Stirrup
Type
Slenderness Ratio Height/mm Stirrups
Spacing
C1Q2S4T1R1 (C1) Q235 4.12% 130 × 70 × 5 × 5 1 17 1200 80
C2Q2S4T2R1 (C2) Q235 4.12% 130 × 70 × 5 × 5 2 17 1200 80
C3Q2S5T1R1 (C3) Q235 5.63% 140 × 75 × 5 × 8 1 17 1200 80
C4Q2S7T1R1 (C4) Q235 7.17% 140 × 80 × 8 × 8 2 17 1200 80
C5Q4S4T1R1 (C5) Q460 4.12% 130 × 70 × 5 × 5 1 17 1200 80
C6Q4S4T2R1 (C6) Q460 4.12% 130 × 70 × 5 × 5 2 17 1200 80
C7Q4S5T1R1 (C7) Q460 5.63% 140 × 75 × 5 × 8 1 17 1200 80
C8Q4S7T1R1 (C8) Q460 7.17% 140 × 80 × 8 × 8 2 17 1200 80
C9Q4S7T1R2 (C9) Q460 7.17% 140 × 80 × 8 × 8 1 29 2000 80
C10Q4S7T1R3 (C10) Q460 7.17% 140 × 80 × 8 × 8 2 40 2800 80
C11Q6S4T1R1 (C11) Q690 4.12% 130 × 70 × 5 × 5 1 17 1200 80
C12Q6S4T2R1 (C12) Q690 4.12% 130 × 70 × 5 × 5 2 17 1200 80
C13Q6S5T1R1 (C13) Q690 5.63% 140 × 75 × 5 × 8 1 17 1200 80
C14Q6S7T1R1 (C14) Q690 7.17% 140 × 80 × 8 × 8 2 17 1200 80